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VALENCIA m
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VICINITY MAP
NO SCALE
CITY OF FONTANA
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA
TRACT
SEWER
GENERAL NOTES
10596
PLAN
S C A L E c I)
All work shall be done in accordance with these plans and City of Fontana Public Works Department
MATERIALS
Standard Specifications dated 1975.
L. F.
I = 60' (2)
Construction permits shall be obtained from the Fontana Public Works Department prior to the start
of any
4" V. C.P. Sewer Lateral
work with the City Limits, Construction permits shall also be obtained from the San Bernardino
County
Pavement repair
Transportation Department prior to the start of any work within San Bernardino County area.
E A .
(3)
All 4" house sewer laterals shall be installed on a 2% minimum grade, unless otherwise approved
by the
per City Std. 128
City Engineer. Terminate all 4" house sewer laterals at the property line with a plug,
EA.
(4)
Sewer contractor shall chisel "X" in the curb at the location of the lateral.
1 +10 L.
(5)
Manhole frames and covers to be constructed by the sewer contractor 6" below finished surface
grade
Remodel exist. manhole
and upon completion of paving, the paving contractor shall raise the some to finished grade.
TONS
(6)
Adequate stakes shall be set by the Engineer to enable the Contractor to construct the works
to the
plan grades.
12
(7)
As -built plan shall be provided to the City by the contractor.
ESTIMATE
OF
MATERIALS
1334.
L. F.
8" V.C.P. Sewer Main
1285
L. F.
4" V. C.P. Sewer Lateral
35
L. F.
Pavement repair
2
E A .
Sewer Terminal Clean-out
10
0+35 L.
per City Std. 128
4
EA.
Precast Manhole
I I
1 +10 L.
per City Std. 112
1
EA.
Remodel exist. manhole
7
TONS
Sana
:s Construction contractor agrees that in accordance with generally accepted construction
practices; construction contractor will be required to assume sole and complete responsibility for
jQb site conditions during the course of construction of the project, including safety of all persons
and property; that this requirement shall be made to apply continuously and not be limited to ColiFornia Council
normal working hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engineea
design professional harmless from any and all liability, real or alleged, in connection with the & Land Surueyorl
'=3 performance of work on this project, excepting liability arising from the sole negligences of design
r t professional.
12
341 max. size selected soil
- bedding compacted to 90%
TYPICAL BEDDING FOR V,C.P,
BENCH MARK City BM No. 515
Square headed nail up 1.5' on south side
of P. P. # 156715 1 E in N. W. corm r of
Arrow Route and Locust Avenue
Elevation = 12 6 7. 5 1 ft.
A
HOUSE 41' V. C. P. LATERAL LOCATION
LOT
DESIGN STATION
AS -BUILT STATION
LOT
DESIGN STATION
t
AS -BUILT STATION
9
O407 L. -
3 4
3+ 0 8 L.
PETE' OirSlaAl
10
0+35 L.
'r
35
3+75 L.
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I I
1 +10 L.
36
4+40 L•
r
12
0
W
1 +80 L.
14
0+40 L.
,
13
Z
oac
2+ 50 L.
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15
1+ 00 L.
29
2 +35 R.
16
1 +65 L.
W
30
0 +75 R.
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17
2 +30 L.
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1
4 +55 R.
Al
18
2 +95 L.
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2
3+90 R.
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19
3+60 L.
3
3+23 R.
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20
4+20 L.
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a
3
4
2468 R.
..
2 1
4+ 50 L.
5
2+00 R.
•,
22
470 L.
6
1+37 R.
23
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4 4-80 R.
W
7
W
cD
0+65 R.
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24
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0
4+60 R.
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8
0420 R.
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2 5
4+35 R.
3 1
z
1 425 L.
•,
26
3 +75 R.
Q
321
+85 L.
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27
3+I5 R.
33
2+40 L.
28
2460 R.